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HomeMy WebLinkAboutContract 45134-A1 (3)�� �:i, Form ROW-U-COA SPD Rev. 2/2013 GSD-EPC Page 1 of 2 STANDARD UTILITY AGREEMEfVT ��_ r..� • .�a .• . ( � � � SUPPLEMENTAL AGREEMENT NO. 1 TO U-13860 District: Fort Worth Federal Project No.: NH 2O12(657) ROW CSJ: 0014-16-267 Proposed Highway Project Letting Date: 9/1/2012 County: Tarrant Highway: IH 35W From: IH 820 To: US 81 /287 THIS SUPPLEMENTAL AGREEMENT by and between the State of Texas ("State") and City of Fort Worth, Texas ("Utility") shall be effective upon the date of acceptance and execution by and on behalf of the State. WHEREAS, the State and Utility executed a Standard Utility Agreement on March 7, 2013 (City Secretary Contract No. 45134), concerning the adjustment, relocation or removal of certain of Utility's facilities; WHEREAS, said Standard Utility Agreement limits the required scope of work and/or the amount of eligible reimbursement; WHEREAS, due to newly discovered information by the Utility deemed sufficient by the State, the State and Utility agree that supplementation to the Standard Utility Agreement is necessary; and WHEREAS, the statement of work contained in the Standard Utility Agreement shall be supplemented to include: Installation of approximately 396 feet of 12" WW line with 30" steel casing along with provide the City of Fort Worth a maintenance bond for the water and wastewater utilities being constructed with the highway contract, which is more specifically shown in Utility's plans, specifications, estimated costs and schedule which are attached to this supplemental agreement as Attachment "A". NOW, THEREFORE, �E IT AGREED: The statement of work contained in the Standard Utility Agreement is supplemented to include the additional adjustment, relocation or removal found in Attachment "A". The estimated cost of the adjustment contemplated by this Supplemental Agreement No. 1. is $104,462.00, resulting in an increase/decrease to the Standard Utility Agreement for relocation or removal to total Estimated Costs of $3,649,694.00. The parties agree that the approval of estimated costs in no way indicates the eligibility of said costs for reimbursement. All conditions and agreements contained in the Standard Utility Agreement except those specifically included in this document remain in effect. The signatories to this agreement warrant that each has the authority to enter into this agreement on behalf of the party represented. REC�I V E p 1�AY � 2 ZOi4 ;---,. _ _ .., ; �����;�d�L RECOitD � �.Y`� �;� �ECRETAR� � �; ��;: :a�1�RT�'Y, � ' "_ _ "- .�' Form ROW-U-COA SPD Re4. 2/2013 Page 2 of 2 UTILITY Utility: CI'� 'F �.-• Name Utility By� �GiZY�A..� Authorized Signature �o �� �erraw►tiole � S� Print or Type Name Title: A«� Date: � M Recommend�d �� •� � Frank Crumb, Director Water Department Approved as to form and legality: Douglas W. Black �G ��` Assistant City Attorney Q`�f�°�- Attes,t�: / / � � ,� �- j�,n i Mar,y J. Kayser ! City Secretary n- Y,t .- ;�� 1��itt :�'; . .��' �. _a � �� �o � � Go1i0U��� � ���� ccs� ���9 � � �P�� �,�e� EXECUTION RECOMMENDED: TxDOT Strateqic Prolects Division THE STATE OF TEXAS Executed and approved for the Texas Transportation Commission for the purpose and effect of activating and/or carrying out the orders, established policies or work programs heretofore ovy�.��rd7 authorized by the Texas T Bv: � Do Di� n i\ mm r. SR/WA �Projects Right of Way Projects Division 3G, zG Date: C P v ri z 0 � > w � N O * r H H Z a � � * J F � a m N W � Q W J L�. M O N \ O M W F Q 0 � Z 3 a � O SUMMARY OF UTILITY ITEMS 2053-2022 2053-2023 2053-2024 2053-2025 2053-2026 2053-2027 2053-2028 SWPPP 2 1 ACRE TEMPORARY ASPHA�T 6" CONCRETE 11" CONCRETE 4" CONCRETE 7" CONCRETE 7" CONCRETE CURB ` PAVING REPAIR PAVING REPAIR PAVING REPAIR SIDEWALK DRIVEWAY AND GUTTER LS LF SY SY SF SF LF CSJ: 0014-16-267 1 180 �96 0 510 200 815 -556 785 CSJ: 0014-16-267 TOTAL 1 180 r49A� 0 510 200 815 �SA� 785 PROJECT TOTAL 1 180 �49A� 0 510 200 815 §6A 785 � . � SUMMARY OF UTILITY ITEMS 2053-2029 2053-2030 2053-2032 2053-2033 2053-2034 2053-2035 2053-2036 4" SOLID PAVEMENT RAISEO MARKER, SEEDING, PRE-CCTV POST-CCTV MANHOIE VACUUM BYPA55 PUMPING MARKING PAINT fY) TYPE W HYDROMULCH INSPECTION INSPECTION TESTING LF EA SY �F LF EA LS CSJ: 0014-16-267 110 40 3z69 3170 2530 }�G7 1269 S t CSJs 0014-16-267 TOTAL 110 40 3�8A 3170 2530 ts^6� 1269 8 1 PROJECT TOTAI 110 40 3�88 3170 2530 1-2&� 1269 8 1 8 U ��. ��� �� �� �� � • • � • . � � ' / ��:/I 9 I / I/ / I O � '• �' � • � . . .^ • � ._ � . . � , �.. . . � • . KHA ;APHI( KHA �HECK KHA 6 STATE TEXAS CONT(iOl 0014 FEDERAL AID PROJECT NO. (SEE TITLE SHEET) �ISTRICT COUNTY FTW TARRANT SECTION JOB 16 255, ETC. I H 35W 1 156 , � ,_=_i= , ., . . .._...... lPROPOSEO 42" SANITARY SEWER ,�SHEETS�! 22-24LOFE54� r � -- ,) BORE HOLE � ��� TH B-22 � ! 1! 1 ll - �s.�=�- �-�-���- � , . . . � , � � , -_--�-_ �: ! !i � 03 �'�, �ABANDON EXISTING ' 4' DIA MANNOLEi RE: 150/38 OF 54-- _ _ _• � -- __ �_---- ---STA 0•84. 99 e- - -- ,_,_ - - EXISTING 5-14772 STA. 0•30.45 �H_3� CONSTRUCT: STD 4' DiA. AIANHOLE STA 1•30.00 RE: SAN-003/35 OF 54 BEGIN 12" WASTEWATER INSTALL: LINE BY OTHER THAN 32" PAMREX COVER WITH OPEN CUT WITH 30" CONCRETE COLLAR: STEEI CASING PIPE REMOVE EXISTING SAN-009/35 OF 54 WITH STAINLESS MANHOLE CONNECT EXISTING 10" STEEL CASING SPACERS LINE (WEST) WITH :.RE: D204/36 OF 54:::: �� �� ��"� """ ' `'"" HYDRAUIlC SLIDE N: 6999391.0148 RE: D207/35 OF 54 E: 2332467.9602 • � • 1.02' LT`:, FOI--� ' - �� N: 6999435.0963 E: 2332458. 8876 .: �RBP�SED WALL b'G ---- 6'G -�'_ " '' � ' _ _o �. _ s. 9 _ _ _ _ , ,, . . _ . •• . - ----- - �----- - .- -- _ - - R wo'o� -�-- _- �- W SBFR ':. - - EXISTING 12" WASTEWA7ER L1NE M-562� 70 BE ABANDONED BY CROUTING RECORD DRAWING X-09654 �PROPOSEO ,�`; PROPOSED OH ELEC " STORM DRAIN = r- PROPOSED .. :::::::::::::.:.�,� __,::::_:: / TELE - . -- ---1---" �f12%�' . --` _ _EXIS _ - / ��E �,_ � SSMH ' - `�-.• ' - _ -. � . . � -�,� _- -- - - - � _ -- �-� - - - _ .'• _ - - - � �����.. �� � . � � ;, � �' `POLE X. --- • . _ - � : . - � __ _ i - EX. SIGN -- - '. -: -FD , - 1 7 , °• UNDA710N " A - --- -- .74•5'S2.08 ___--- -- - -- - �- ' "'° �:r� � �`�� `\ . � _. • • • � 0+00 FLOW � � : 1+00 �• � -- -; �. .2+00 PROP ROW -- �� -- 3+. p - '. CUT AND PLUG �S��H in PROPOSED SANITARY -`� ::_ '"� J �� EXISTING WASTEWATER ' �'� PROPOSEO SANITARY LINE AT MANHOLE o `. ' N SEWER EASEMENT TO '_:, �-'STA 3�48.17 . L��, �, "4:�CONSTRUCT: � . SEWER EASEMENT �: ; ,.=n BE AC�UIRED BY THE STO 4' DIA. MANHOLE CAU7ION TO 8E AC�UIRED BY ;'. , CITY OF FORT WORTH �� � -%'� RE: SAN-003/35 Of 54 EXISTING ' THE CITY OF FORT � �_�s�s_o��.��_ . � •- -�� .WORT=�o���o�' .. ' ', �: ; e'� _,d ss�__�_�so�o���e�s�•54.0 ' RT o0 ' 3 UNDERGROUND- ��� STA 0•00 LINE B• PROPOSED ) 2�� �I --"' INSTALL. GAS LINE STA 5•79.33 IINE A �� 32" PAMREX COVER WITH � PROPOSED BEGIN SEWER LINE s. WITH PROTECTO 4O� CONCRETE COLLAR: ' TEMPORARY N: 6999518.6340 � SAN-009/35 OF 54 '� • CONSTRUCTION _:�-- COAT ING WASTEWATER �� N: 6999177.3237 ' EASEMENT •. E: 2332443. 2345 L I NE B •' TO BE ACQUIREO s�---�-�-�---a- ', ,,-'� ,,�� E: 2332511.9412 '> BY THE CITY OF . EXISTING 10' / � STA 3•74.40 " CONSTRUCT: r � � � - �FORT WORTH '� SAN. SEWER ' �� " _ -__ STD 4' DIA MANHOLE �� EASEMENT = = `�'� -_ �'� -___RE: SAN-003/35 OF 54' � '• � �=41.77' LT STA 3+95.84 EXISTING 81" ' � - `�'-'�'� "`'� INSTALL: EXISTING STA 5+30.37 M-562�� CMP STORM DRAIN "EiCiSTINC = _ , 32"�PAMREX COVER wITH REMOVE EXISTING MANHOLE �. DRAINAGE�-. = tp - CONCRETE COLLAR: AND CONNECT TO EXISTING 12"0� EXISTING 54"� EASEMENT _ _ ` _ SAN-009/35 OF 54 SANITARY SEWEF LTNE X-9654L RCP STORM DRAIN ' ' EXISTING t0" ' = .�- _ �' � ueooru�o'S RESTAURANT N: 6999157.9519 N: 6999136.5130 DI WASTEI9ATER L INE S- 14772.. � Q 7ai IPESTERN CENTER BLV E: 2332494., 2537 E: 2332494. 0193 RECORD ORAWING X-16398 � -- - �`, � � FORT IYORTH� T% i6131 O�HEH� ,,��// , � � ,' QP�=-- EXISTING WATER, SAN SEWER� RZq ��ry,TE�HORSE TRIIIL PAW OESERT CA, 92211 _-: - PR I YATE DRA iNAGE & � �or s e�ocK i oF �or§ i-e 6�ocK { rEsreaH ;/� �I�. ' - -- MUTUAL ACCESS EASEMENT CEHTE�i NOHiH ADDITION, CAByHET A SL�IDE 10855 � :; � ' � ! ,'WAST�WAT�R LIN� B ; ; ; � ; ; HYDROMULCH�SURFACE � ! � � � I � � � I � � f ---y � � � , � � � BACKF1lL AND EMBEDMENT � � � , ; _ _;, , , , � � ----FiLQ ---------�---------�- -D001, D201/36 OF 54-; ---------`---------; - �------^- l!_ -_____L_ ��_� _L_________L _____L _____ _L___ __ __L_________L_ _ ____ -' - - - EXISTING 6" � '- - � � _ _ � ; ; Cd5 11NE TO BE � I � � - � - - �- - - ' � ' ' ; ' RELO � � - -�- - ' C/�C ; ; ; ; ; � � ' ' � P UND ; � TO C CTION I _____illl.! _________L_________j __ _____j_________l_ ________L I 1 _L_______ 1 I � � � CATED PRIOR PRO OSED GRO , � ONSTRU � � '-'-----� - � - -NATURAL GROUND ----; -- ------�-------�-__-___�_____ ___�__�PROPOSED TELEPHONE �_�_ L NE TO BE INSTALLED � � � ; ' PRIOR TO CONSiRUCTION ' � � � � PROPOSED GAS LINE TO -� 1 � � � � � ; ; ; ; ; � � BE 5 ALLEO PRIOR ' ' � ---�Q -- ---i -----; -- ----�---------�-------`-------` - ----`--------'-- ; -------�--------`-------- --------- -- -�- � -�---- TO CONSTRUCTION--� � � � � , � , � , ; ; ; ; ; ; � ____ , _ _ , ______, __ d � 'INSTALL TRENCH � � , � CONSTRUCT 26.23 LF OF� o � � WATER STOP ; � � ; ; ; � 01 12" WASTEWATER PIPE � � � RE: D006/33 OF 54 , � CONSTRUCT�45.01 Lf OF ' ; I ; 8Y OPEN CUT p 0.88%i ---�5 --------�-------�-- ---�--------�-------�-------� - ----�---- - �1 12" WASTEWATER PIPE---; - � -- - �y I I I I I I 1 ________i_________L_________L_________L_________L_________l_________L______ � � BY OPEN CUT p 0.74% ; � CONSTRUCT 18.17 LF OF � ; � ' ' ' DI 12" WASTEWATER PIPE m � � � CONSTRUCT 200.00 LF OF � BY OPEN CUT p 0.74% '"' PROPOSED q2" ' ' ' ' ; ; ; t2" WASTEWATER P[PE ' � _____�qp ___WASTEWATER__ _�_ - --�CONSTRUCT 84.99 LF OF .___� ' _ _____�_ ' ' BY OTHER THAN OPEN CUT p 0.74% � , .. LINE A � - � D ----�- ------; ------'-------�------�- � - ----- ------ --- -- - w � DI 12" WASTEWATER PIPE � --------` � ' � �BY OPEN CUT e 0.76% � � � �- a � Z ; � � W , � � , ' � ; J i i i i i i i H G(1 c � � � i � � LL_____..e.' ____"____L________'i_________l_________L_________L_________L_ _ _____L_________j___ i , � , � , , , � � � , i i i i i N j i i i � � � r .. � � i � � � r 2.-..-, i � ,^ � � � � � V13 " ___5.$Q __'______�_'_______ ___ �_________�__'_" "_ Q i N____1 �___"__'_�_ �.__'__F � �__ _�___ Z i � p�� i i ... i i i i i ... i � i i � i M � � � i � i i i ! O J ��Q� i � i i i i o � am . � � � . . N_____�1� _'__""_�_______'° l0____�_________�_'_"'___�___"_'__�_ M1'_'O'_lOt-00'_ '_�___ WW00 O ZM� O 2 �AN� \ J J v � a • � • Q J i � i i i � i � M�J � � � ' Vf •Qlli4.� ' i MWIi � � � i a � • � � .. �yJ _____�1�0 ______"_j____'___ 01Wc ____�_"______�'______ �_________� �"'"' • � _L__' ~ : V1N C�UO�: : O'_ i Z� ONN� � � u'1Z^ � �.-�Q�^^F Z ' 1-W1' � ""Z��OO"" xoi---���x 3 � �nma wc�in�aaw a � 0+00 �+pp O � LEGEND: :XISTING � j,�,•� � � SSMH ISTING � �,�, � SUI}T AND PLUG �� �:� . 1�� ':� SSMH EXISTING 12" PVC � M-562� WASTEWATER ��7:f' � � EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER CLEAN OUTI PROPOSED SANITARY SEWER MANHOLE PROPOSEO SANITARY SEWER CIEAN OUTI CASING OR TUNNEL LINER PLATE "'F�� QQ STA 3+30.00 % END 12" waSTEwaTER L1NE Br OTHER TH,nN : -�8 OPEN CUT WITH 30" STEEL CASING PIPE WITH STAINLE55 STEEL CASING SPACERS �. RE: D204/36 OF 54 f� N: 6999195.1208 f: . E: 2332508.2783 a SHEET N T 5: -.1. THE IOCATION AND OIMENSIONS OF EXISTING UTILITES � � SHOWN ON THE PLANS ARE APPROXIMATE AND WERE OBTAINED � FROM U7ILITY COMPANY RECORDS. DEPTH OF PRIVATE PROPOSED 2 Ui1LITE5 WERE N0T PROVIDED. IT IS THE CONTRACTOR'S WATER LINE B:� SOLE RESPONSIBILITY TO VERIfY �OCATION, DEPTH AND SHEET 19 OF 54'� DIMENS10N OF EXISTINC UTILITIES PRIOR TO CONSTRUCTIO 3 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NOTES N OUTLINED ON THE UTILtTY RELOCATtON SHEETS. :3. SEE SOIL BORING LOCATIONS AND BORE LOG SHEETS FOR ::SOIL INFORMATION. '4. SEE CONTROL POINT LOCATION SHEETS fOR HORIZONTAL ' ' ANO VERi1CAL CONTROL. ' ' ' i v v tv v Y v � ; HYDROMULCH SURFACE ' ____�_ BACKFILL AND EMBEDMENT , -- D001� D201/36 OF 54`-� --'----- - ,EXIS7ING FlBER ' ; \ ;OPT1C LINE ; � �EXISTING FIBER _ ----�----_ _ �OPTIC LINE______. � U;'�PROPOSED 18" F � STGRM DRAIN �EXISTING UNpERGROUND _ ____�_____ _ _�_____ELECTRIC_ IINE CONSTRUCT 21.44 LF OF PVC 12" WA55'EWATER PIPE � ; BY OPEN CUT 0 1.87% , - -, -, €XISTINC 12"--- - - PVC WASTEWATER LINE M-562� - -- a i . 87% . . - -�---- - -' ----- :�_��---� - � -- - � ' � � Oexis. CAPACITY • 1.26 MGD � � � � � � � ' _______L______Oprop. CAPAC_I_TY_•_ 2.00 MGD � i ' ; ; ! ; _ ____L_________L__ _�_____ � I - - ---`-------`------ -`----- ------` ------` -----`-- - � � f i � � � � � � , � � � i i i � i � i i i i Z.-. i i i i i i i i i i i N _ W___�" ____'__�__'______�_______'_�________'�_____ " __�__'_____'�______'__�_____ ___�_"'__ "'�___ __'__F �___' ? ' � � Z Jf- ' Zi--� O.. �uz �n m ����n� tOm � w o� � i i � i i � i i � W N� M ' � � i i � i HZtnInW . � � � � � awawc�vr--�---------� � � � i i Q.'ZVIVIW . � J . . 3dUJQ1llaD i �_'_______�___'_____�_ �'__"____�______'__�_____ WWQWUQaD_�___ O"_0�01____ wo za �n �--ac»a�nao � -x a�m � J'+NLL ao za �n � z �n�n NZWQ O• i ; J�N�'- Q W 2 W Q QQWF-U � 1-QWf-(J� � �+I • • 321-V1M�DJ ' i � i i i i � � � � � � � 1/�2FVIZIDJ i f- 1�_1J F- l/1 M 4 � � 2V1\ � � i i i ' ' QF-V1 ...M1.� � �..QQ�tsia N�a 1-QQa __�_________�______'__�_'____"__�_'______'�_'_'_____�_ �___' 3 21/1\ _�_. 1-.. ^=M3uNN i �° ~RQ: i U001: a ___" = WO�-+UON v� ONN .-2� ...1� +NFM� JNO� i ♦ �P10�.� oxww a � � oxww a� v� aa `-mm�av~i¢a � I � ; �ir�°'�w¢ ; �o���� ___ , j � � wm�aw�a � uin�aa / '�'C'` / �__ _,� �\� � � IF NECESSARY, REMOVE ' � EXlSTING SIGN fOUNDATION FOR � CONSTRUCTABILiTY/ PURPOSES � 2 HORZ 0' 10' 20' q0' -REMOVE EXISTING= � ;==-�., . � � MANHOLE • f` -- VERT 0' 5' 10' � / ' '-' � SCALE IN FEET �-. REMOVE EXISTING :� '• 3 CITY OF FORT WORTH MAP � 2054-432 ���� MANHOLE�. . _ �•: � `�c �' �. � �� � � �;'' � '•5� /' :,' •,\` 1 . �f F . �>> � '' ,';., L \ H `� � '��P� 5 H• , ' �MH � � � i � � � � i2 .. � � � � i • � e i � N� NQ � - `---~ ' -`----- � t0� '.-�fl__'__�_ __'___ � Z t(1 � �G ' O" �J2� � Nlrry ti2HXW I i i _- � W Mv � � J � � i • • . �O__O�Q�__�"'__' O�X•Z-.m"_�_ ______' i 2 W GD i M W J 1f1 � Z U'f Vf � C� � a � IiiZO� ! � � • • • H W � {'� Q 1-- Z J O J J R F- 1/l l- W!.� V:. Q1l1li li U1.-. U VI i i ~`"' • ' XW c ' PU�fLe e __�_'_'_ _______' ti� ONN �W2>-N'--i *�- �^^ Zwoa^ F-v i � >UI-H aza�oo ' a �oz� �a�-'-'�� �-xwzax c�v��aa ¢aww ---I i:;' � : : i ......................:.. i JOHH R, ATIKINS � ............... . �i. �' 85376 '�9� --I l �o 9v.- q•/O•t3 WW LINE B TO BE BORED 9/9/13 JRA Mc. C.0. 1b. Duarlpllm DWr !y C�� Kimley-Horn � and Associates, Inc. TEXAS HEGISTEREO ENCINEERING FIfbJ F-928 � rexos D�partmsnt o�' r�ansportatlon , OC 2013 IH 35W FROM NORTH TARRANT PKWY TO IH 820 IH 35W UTILITY RELOCATIONS ----- WASTEWATER LINE B FROM BEGINNING TO END ______ SCALE= 1" � 40' H 1" � 10' V SHEET 25 OF 5� ' FEOEflAI A1D PROJECT ND. GRKHACS 6 (SEE TITLE SHEET) IH 35W KHA STATE DISTflICT COUNTY S E c c TEXAS FTW TARRANT KHA CON7ROL SECTI04 JOB 1363 KHA 0014 16 255_ E7C. Estimate Summary Sheet The City of Fort Worth SUPPLEMENTAL AGREEMENT NO. 1 TO U-13860 CSJ: 0014-16-267 Eligibility Ratio = 100% Conflicts: 8 Texas Department of Transportation Total Assembly Cost $ 3,649,694 Eligibility Ratio 100% Estimated Betterment Costs � 155,250 4.25% 3,494,444 306,020 886,271 4,220 Betterment Percentage Estimated TxDOT Costs 12" WATER LINE A* 24" WATER LINE B* 12" WATER LINE C* 42" WASTEWATER LINE A* 12" WASTEWATER LINE B* DEMOLITION* IN-HOUSE WORK RELATED** OTHER PROJECT COSTS* SUPPLEMENTA� AGREEMENT COSTS � $ $ $ $ $ $ $ $ 1,657,450 73,120 174,450 81,540 356,554 MAINTENANCE BOND $ 35,249 CHANGE ORDER 2 $ 74,820 TOTAL SUPPLEMENT COSTS $ 104,462 * Costs derived from engineer's cost estimate provided in the Standard Utility Agreement providing quantities of individual TxDOT bid items. Items such as trench safety, mobilization, bacl<fill, etc. have not been divided between the proposed lines and remain as the sum shown as OTHER PROIECT COSTS and DEMOLITION. ** City of Fort Worth Costs. IMPROVEMENTS INCLUDED IN SUPPLEMENTAL AGREEMENT NO. 1 ARE TO BE CONSTRUCTED AS PART OF THE HIGHWAY CONSTRUCTION CONTRACT. IH35W (NTE 38) 1 of 1 IH-35W NTE 36 Utilities Change Order Cost Changes Change Order 2 12-inch WW Line B Alignment Change Due to McDonald's Sign Foundation Item Code Description Units Bid Value Change Order Value Engineer's Original Cost Revised Cost Change in Cost due Estimate Estimate Estimate to Change Order 2053-2024 6" Concrete Paving Repair SY 490 0 $ 75.00 $ 36,750.00 $ - $ (36,750.00) 2053-2028 7" Conrete Curb and Gutter LF 560 360 $ 50.00 $ 28,000.00 $ 18,000.00 $ (10,000.00) 2053-2032 Seeding, Hydromulch LF 3200 3170 $ 10.00 $ 32,000.00 $ 31,700.00 $ (300.00) 2053-2034 Post-CCN LF 1267 1269 $ 3.00 $ 3,801.00 $ 3,807.00 $ 6.00 2053-2039 Trench Safety Lf 1737 1539 $ 2.00 $ 3,474.00 $ 3,078.00 $ (396.00) 2053-2046 30" Casing By Other LF 0 200 $ 650.00 $ - $ 130,000.00 $ 130,000.00 Than Open Cut 2053-2050 12" Sewer Carrier Pipe LF 0 200 $ 90.00 $ - $ 18,000.00 $ 18,000.00 2053-2085 12" DIP Sewer LF 394 196 $ 130.00 $ 51,220.00 $ 25,480.00 $ (25,740.00) Totals $ 155,245.00 $ 230,065.00 $ 74,820.00 NTE-Segment38 10/16/2013 Kimley-Horn and Associates � '� �: / � . .` \\ � �, \ s. 90 Ficldstone Cotu�l Cheshire, CT 0G410 (203) 235-3351 I'hoiie (203) 237-�1260 Fax w�v�`�.I�ncconslrucLcom July 22, 2013 Texas lleparfiiieiit of`I�c��usj�ortatioi� 2501 Euless 131vd. Euless, Te�as 76040 Attei�tioi�: Mr. Ricardo Go►�zalcz Area �ngineer Reference: Tc�►'I'7ili C011llt}�, IH-35W Project No. 1M 0355 (151) 11�ir. Go»za(ez, Letter No. 46 Please fiiiid the �tt�iched quote fi�om .lacl<son Construction regarding the mainteiiai�ce bond requested b}� the City of 1'ort Wort(i for tlieir utilit}� ���ork. If }�oii h�ve �ny questions o►• need ii�oi•e iiifor�uation, please contact mc at (682) 351-�1035. Sincec•ely yo�u•s, Laiie Constt•�ictiot --- � ��-' - - � ��ii-L_c-t��i... _ J La�>>rence C. Bedcick Projcct Nianager Cc: JPM, LC[3, DPS, 35Eug, File